DISCUSSIONS AND CLOSURES
Jul 1, 1998

Discussion and Closure: Analysis of Behavior of Sand Surrounding Pile Tips

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 7
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bolton, M. D. (1996). “Geotechnical design of retaining walls.” J. Struct. Engr., 74(21/5), 365–369.
2.
Bolton, M. D., and Gui, M. W. (1995). “Modeling of sand over a wide stress range.” Proc. 10th Asian Regional Soil Mech. and Found. Engrg. Conf., Beijing, China, 9–13.
3.
Gui, M. W. (1995). “Centrifuge and numerical modeling of pile and penetrometer in sand,” PhD dissertation, Cambridge University, Cambridge, U.K.
4.
Lee, S. Y. (1990). “Centrifuge modeling of cone penetration test in cohesionless soil,” PhD dissertation, Cambridge University, Cambridge, U.K.
5.
Chong, F. (1988). “Density changes of sand on cone penetration resistance.” Proc. 1st Int. Symp. on Penetration Testing, ISOPT-1, A. A. Balkema, Rotterdam, The Netherlands, 2, 707–714.
6.
Fioravante, V. (1994). “Centrifuge modelling of axially loaded piles in sand.” Workshop on Pile Found. Experimental Investigations, Anal. and Des., University of Napoli “Federico II,” Cooperativa Universitaria Editrice Napoli, Naples, Italy, 125–164.
7.
Hettler, A. (1982). “Approximation formulae for piles under tension.” IUTAM Conf. on Deformation and Failure of Geomaterials, P. A. Vermeer and H. J. Luger, eds., A. A. Balkema, Rotterdam, The Netherlands, 79–83.
8.
Lehane, B. M., Jardine, R. J., Bond, A. J., and Frank, R. (1993). “Mechanism of shaft friction in and from instrumented pile tests.” J. Geotech. Engrg., ASCE, 119(1), 19–35.
9.
Yu, H. S., and Houlsby, G. T. (1995). “A large strain analytical solution for cavity contraction in dilatant soils.” Int. J. Numer. and Analytical Methods in Geomech., 19(11), 793–811.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 124Issue 7July 1998
Pages: 652 - 654

History

Published online: Jul 1, 1998
Published in print: Jul 1998

Permissions

Request permissions for this article.

Authors

Affiliations

M. W. Gui
Res. Assoc., Cambridge Univ. Engrg. Dept., Trumpington St., Cambridge CB2 1PZ, U.K.
P. Simonini
Sr. Res. Fellow in Soil Mech. and Found. Engrg., Istituto di Costruzioni Marittime e di Geotechnica, Università di Padova, Via Ognissanti 39, 35129 Padova, Italy.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share